HomeMy WebLinkAboutBellabrook RZ CUP Application
TRANSMITTALS TO AGENCIES FOR COMMENTS ON
DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN
insure that your comments and recommendations will be considered by
the Meridian Planning and Zoning Commission please submit your
'. comments and recommendations to Meridian City Hall
Attn: Will Berg, City Clerk, by: April 12, 2007
Transmittal Date: March 5, 2007 File No.: Rb07 -006 I CUP 07 -005
Hearing Date: April 19, 2007
Request: Public Hearing-Rezone of 4.38 acres from an R-8 to an R-15 zone
and a Conditional Use Permit approval for multi-family residential use in
a proposed R-15 zone for Bellabrook
By: J.E. Development, LLC
Location of Property or Project: 300 S. Locust Grove Road
Steve Siddoway (no FP)
David Moe (no FP)
Wendy Newton-Huckabay (No FP)
Michael Rohm (No FP)
Keith Borup (No FP)
Tammy de Weerd, Mayor
Charlie Rountree, CIC
Joe Borton, CIC
Keith Bird, CIC
David Zaremba CIC
Water Department
Sewer Department
= ~~~~~~ ~r~~:~N~t ~A~i~~c~;~ene
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Fire Department
Police Department
City Attorney
City Engineer
City Planner
Parks Department
_ Economic Dev. (CUP only)
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Your Concise Remarks:
Meridian School District (No FP)
Meridian Post Office(FP/Pp only)
Ada County Highway District
Ada County Development Services
Central District Health
Nampa Meridian Irrig. District
Settlers Irrig. District
Idaho Power CO. (FP,PP,CUP)
Qwest (FP/PP only)
Intermountain Gas (FP/PP only)
Bureau of Reclamation (FP/PP only)
Idaho Transportation Dept. (No FP)
Ada County Ass. Land Records
Downtown Projects:
Meridian Development Corp.
Historical Preservation Comm.
South of RR I SW Meridian:
NW Pipeline
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File No.:
RZ-07 -006
Project Name: Bellabrook
Request:
Rezone of 4.38 acres from R-8 to R-15 zone, by J. E. Development, LLC.
Location:
300 S. Locust Grove Road, in the NW y..,ofSection 17, T.3N., R.IE.
File No.:
CUP-07-005
Request:
Conditional Use Permit approval for multi-family residential use in a proposed R-
15 zone.
File No.:
PS-07 -002
Request:
Request for approval of private streets within the proposed Bellabrook multi-
family development.
Planning Department
~ISSION & COUNCIL REVIEW APPLICATION
Type of Review Requested (check all that apply)
[) Annexation and Zoning
o Comprehensive Plan Map Amendment
o Comprehensive Plan Text Amendment
181 Conditional Use Permit
o Conditional Use Permit Modification
o Final Plat
o Final Plat Modification
o Planned Unit Development
o Preliminary Plat
" Rezone
o Time Extension (Commission or Council)
o UDC Text Amendment
o Vacation (Council)
o Variance
181 Other - Private Streets
STAFF USE ONLY:
File number(s):~c-Ol ~OO(P. CVP-"".ol~ooS~,
rS-01~OO2
Project name: B-e 1\ CLbvno L
Date filed: Date complete: 1-j
Assigned Planner: SCYY'''I ~ WlLi-~r~
Related files:
Hearing date:
Commission Dt Council
Applicant Information
Applicant name: J.E. Development, LLC
Applicant address: 1854 E. Lanark St. Meridian, Idaho
Applicant's interest in property: 181 Own 0 Rent 0 Optioned 0 Other
Phone: 208.846.8955
Zip: 83642
Owner name: J.E. Development, LLC
Owner address: 1854 E. Lanark St. Meridian, Idaho
Phone: 208.846.8955
Zip: 83642
SLN Plannin~, Inc. di6 Shawn Nickel
Phone: 208.938.3812
Zip: 83616
Agent name (e.g., architect, engineer, developer, representative):
Firm name: SNL Planning, W Shawn Nickel
Address: 148 N. 2nd Street Suite 101, Eagle, Idaho 83616
Primary contact is: 0 Applicant 0 Owner 181 Agent 0 Other
Contact name: Ross Erickson
E-mail: ross@ericksoncivil.com
Phone: 208.867.3954
Fax:: 208.846.8956
Subject Property Information
Location/street address: 300 S. Locust Grove Road
Assessor's parcel number(s): SIII7223480
Township, range, section: T.3N R.lE Sect. 17
Current land use: Single FamilytfPasture
Total acreage: 4.38
Current zoning district: R-8
660 E. Watertower Lane, Suite 202 9 Meridian, Idaho 83642
Phone: (208) 884-5533 9Facsimile: (208) 888-68549 Website: www.meridiancitv.org
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Project Description .
Project/subdivision name: Bellabrook Villas
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General description of proposed project/request: Re-zone (R-15), 34 condominium units, 25-foot landscape buffer
along Locust Grove, micro path to Five Mile Creek, 10-foot multi-use pathway along Five Mile Creek, amenities
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Proposed zoning district(s): R-15
Acres of each zone proposed: 4.38
Type of use proposed (check all that apply):
181 Residential 0 Commercial 0 Office 0 Industrial 0 Other
Amenities provided with this development (if applicable): Open S"ace, pathway system, art
Who will own & maintain the pressurized irrigation system in this development? Nampa Meridian Irrigation District
Which irrigation district does this property lie within? Nampa Meridian Irrigation District
Primary irrigation source: PI ~stem-From G-irr along church pi!. Secondary: City of Meridian
Square footage oflandscaped areas to be irrigated (if primary or secondary point of connection is City water): 86,213 s~. ft.
Residential Project Summary (if a[>>plicable)
Number of residential units: 34
Number of common andlor other lots: 1
Number of building lots: 1
Proposed number of dwelling units (for multi-family developments only):
I Bedroom: 0 2 or more Bedrooms: 34
Minimum square footage of structure(s) (exc!. garage): 1300 sqftJunit
Minimum property size (s.t): N/A, Condominiums
Proposed building height: Per MCC
Average property size (s.f.): N/A
Gross density (DU/acre-totalland): 7.76
Percentage of open space provided: 45.2 %
Net density (DU/acre-excludin~ roads & alleys): 8.61
Acreage of open space: 1.21 acres
Percentage of use able open space: 27.7% (See Chapter 3, Article G, for qualified open space)
Type of open space provided in acres (Le., landscaping, public, common, etc): Entire site is common wi landscaping
Type of dwelling(s) proposed: 0 Single-family 0 Townhomes 0 Duplexes 181 Multi-family (Condominiums)
Non-residential Project Summary (if a'p~licable) N/A
Number of building lots:
Gross floor area proposed:
Hours of operation (days and hours):
Other lots:
Existing (if applicable):
Building height:
Percentage of site/project devoted to the following:
Landscaping: Building: Paving:
Total number of employees: Maximum number of employees at anyone time:
Number and ages of students/children (if applicable): Seating capacity:
Total number of parking spaces provided: Number of compact spaces provided:
Authorization
. ...
Print applicant name:
Applicant signature:
': . d_. . Date~-
rtower Lane, Suite 202 9 Meridian, Idaho 83642
9Facsimile: (208) 888-68549 Website: www.meridiancitv.org
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SLN Planning Inc.
148 N. 2~ Street Suite 101 ~ Eagle Idaho 83616 g Office 208.938.3812 ~~ax 208.938-5873
February 15, 2007
Honorable Mayor and City Council
City of Meridian
33 E. Idaho Ave.
Meridian, Idaho 83642
RE: BeUabrook Villas Conditional Use, Rezone and Private Streets- Letter of Intent
Dear Mayor and Council;
As representative for J.E. Developers, LLC, please accept this application for Bellabrook Villas,
located on the east side of300 S. Locust Grove Road, approximately 900 feet south of Franklin Road
in Meridian, Idaho, Section 17, Township 3 North, Range 1 East of the Boise-Meridian. Bellabrook
Villas is designed as a multi-family condominium project containing 34 units on 4.38 acres, with
private streets, and a request for rezone to an R-15 designation. The gross density for the project is
7.76 dwelling units per acre.
This letter is included with the land use applications for conditional use permit, private streets and
rezone, together with filing fees and various exhibits.
The enclosed applications have been submitted in accordance with the requirements of the Meridian
Zoning Ordinance. As a result, this application does not include a request for variance or deviation
from the ordinance. The development has also been designed to be in compliance with the intent of
the Meridian Co~prehensive Plan. Specific Comprehensive Plan policies that support the requested
zone change incluoe:
· Population Growth Goal 1, Objective A, Action 6 (New development provided with Urban Services);
. Land Use Goal III, Ensure public services, Objective A, Action 1 (Development projects
planned public services); Goal IV, Objective C, Action 1 (compatibility)" 5 (sidewalks, curbs,
gutters, etc.), Objective D, Transportation Corridors, Action 2 (Restrict curb cuts/access on
collectors), Action 10, (Support variety of residential categories); Goal V, Diversity in
housing, Objective A, Action 4 (provide wide diversity of housing types (single-family, multi-
family); Action 10 (Support infill of vacant lots when compatible to surrounding
developments; In compliance with Comprehensive Plan.)
Rezone
Although the proposed gross density of7.76 dwelling units per acre meets the allowed density for the
existing R-8 base zone, a zoning designation ofR-15 is being requested for this development to allow
for the multi-family land use. The density is in compliance with the intent of the current
Comprehensive Plan Future Land Use Map, which designates this area as Mixed Use Community, and
allows for a residential density of 3 to 15 dwelling units per acre.
Conditional Use PermitJPrivate Streets
The 34 individually owned, 2-plus bedroom condominium "Villas" will be attached in combinations
of two and four dwellings each. All Villas will have two car garages with two additional p~king
spaces available in each driveway. The proposed buildings are depicted with a two and three story
elevation for each group of dwellings. The street system throughout the project will be private, and has
been designed in conjunction with the Meridian Fire Department to meet all fire safety concerns,
including individual unit addressing. Common landscaping will surround each building to provide a
minimal amount ofhardscape within the development. Usable open space, in the form of pedestrian
walks and a gathering courtyard will create a centralized community amenity with a connection
linking the project to the future Five Mile Creek regional pathway corridor. The gathering area will
include seating, shade trees and community artwork. Additional common area includes a buffer along
Locust Grove Road and landscaping of the eastern strip leading to the Five Mile Creek area. The total
common area for the entire development accounts for 1.98 acres, or 45.2% of the overall property,
with the usable open space accounting for 1.21 acres, or 22%. All common landscape area will be
owned by the Homeowners Association that will be established for the community. An outside
company will be contracted to maintain all common areas, including maintenance of the private
streets (i.e. snow removal, parking violations, etc.).
Drainage will be handled by on-site detention areas and will be designed to the standards of all
appropriate regulatory agencies. A pressure irrigation system will be provided for all common areas
within the development. Sewer and water service will be available to service this development and
will be provided by the City of Meridian.
In conclusion, Bellabrook Villas will be a quality and compatible addition to this area of Meridian.
The development is adjacent to existing residential uses, with great thought going into the design of
the project to insure compatibility through responsible landscaping and buffering from the neighbors.
The requested zoning to R-15, along with the proposed density, are in compliance with the City's
Comprehensive Plan, and will benefit the public interest by providing a unique, diverse housing need
to this existing mixed use area that currently has office, a church and single family uses. This
application submittal includes all iterns listed within the appropriate application checklists. We look
forward to working with you and your staff and request approval of this project.
Sincerely,
Shawn L. Nickel
Representing J.E. Development, LLC
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Leaal Descriotion
Bel1c3~brook Villas
A parcel of land located in the NW, ~ of the NW, ~ of Section 17, Township ~ North, Range 1
East, Boise Meridian, Ada County, Idaho, and more particularly described as follows:
Commencing ata brass cap monument marking the northwest c9mer of said NW Y.., of the
NW ~" from which a brass cap monument marking the southwest corner of the NW % of said
Section 17 bears S 0031'43""W a distance of 2658.74 feet;
Thence S 0031 '43" W along the westerly boundary of sald NW ~ of the NW, ~ a distance of
890.67 feet to a po~t; .
Thence leaving said westerly boundary S 89057'1 rf E a distance of 48.00 feet to a % inch
diameter iron pin on the easterly right-of-way of S. Locust Grove Road and the PCUNT OF
BEGINNING;
Thence continuing S 89057'191' E a ctistance of 944.94 feet to a 5/8 inch diameter iron pin;
Thence S OCl29'13" W a distance of 77.52 feet to a % inch diameter iron pin;
Thence N 89059'37"W a distance of 567.77 feet to a 5/8 inch diameter iron pin:
Thence S 0032'24" W a distance of 310.91 feet to a % inch diameter iron pin;
Thence N 89058'07'" W along a line 50.00 feet north of and parallel to the southerly boundary of
said NW % of the NW Xi a distance of 377.18 feet to a 518 inch diameter iron pin on the easterly
right-of-way of S. Locust Grove Road;
Thence N 0031'43" E along said easterly right-of-way a distance of 388.90 feet to the POINT OF
BEGINNING.
This parcel contains 4.38 acres and is subject to any easements existing or in use.
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Land Solutions, PC
May 11, 2006
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Job No. 06-38
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Bella,brook VilJas B0U1ndary Exhibit
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LOCATED IN THE N,W 1/4 OF THE NW 1/4 OF SECTION 17,
T3N, R 1 E, 8M, CITY OF MERIDIAN, ADA COUNTY, IDAHO Ie
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parcel naae: EXT BNDY
North: 706178.5570 East : 2459678.0760
Line Course: 5 89-57-18.91 E Length: 944.9443
North: 706177.8190 East: 2460623.0200
Line Course: 5 00-29-13.42 W Length: 77.5228
North: 706100.2990 East : 2460622.3610
Line Course: N 89-59-37.48 N Length: 567.7650
North: 706100.3610 East: 2480054.5960
Line Course: 5 00-32-24.03 W Length: 310.9054
North: 705789.4694 East : 2460051.6658
Line Course: N 89-58-07.35 W Leng~h: 377.1771
North: 705789.6754 East : 2459674.4888
Line Course: N 00-31-42.63 E Length: 388.8981
North: 706178.5570 East: 2459678.0760
Perimeter: 2667.2127 Area: 190,795 sq. ft. 4.38 acres
Napcheck closure - (Uses listed courses, radii. and deltas)
Error closure: 0.0000 Course: S 21-52-55.90 W',
Error North: -0.00004 East : -0.00002
precision 1: 2,667,212,700.0080
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Legal [)escription
BellabrookVillas Re-Zone
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A parcel of land located in the NW X of the NW X of Section 17, Township 3 North, Range 1
East, Boise Meridian, Ad~ County, Idaho, and more particularly described as follows:
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Commencing "at a brass cap"monument marking the northwest corner of said NW ~ of the
NW ~ from which a brass cap monument marking t~ southwest comer of the NW % of said
Section 17 bears S 0031'43" W a distance of 2658.74 feet;
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Thence S 0031'43" W along the w~sterly boundary of said NW X of the NW % a aistance of
890.67 feet to the POINT OF BEGINNING; ,
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Thence leaving said westerly boundary S 89057'19" E a distance-of 992.94 feet to a 5/8 inch
diameter iron pin; "
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Thence S 0029'13" W a distance of 77.52 feet to a ~ inch diameter iron pin;
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Thence N 89059'3rW,.a distance of 567.77 feet to a 5/8 inch diameter iron pin;
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Thence S 0032'24" W a distance of 310.91 !eet to a~ inch diameter iron pin;
Thence N 89058'07" W along a line 50.00 feet north of and parallel to the southerly boundary of
sad NW X of the NW % a distance of 425.18 feet to a point on the westerly boundary of said
.' NW ~ of the NW Yt; -,' ;9:
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Thence N 0031'4~" E along s~id westerly boundary ~ distance of 388.91 feet to the POINT OF
BEGINNING.- .
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THis parcel contains 4.81 acres and is subject to any easement~ existing or in use.
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Land Solutions, PC
February 16, 2007
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BEl.LABROOK VILLAS RE-ZONE EXHIBIT
LOCATED IN THE NW 1/4 OF THE NW 1/4 OF SECTION 17,
TJN, R 1 E, 8M, CITY OF MERIDIAN, ADA COUNTY, IDAHO
2007
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NO. 104161985 j:'"
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parcel name: Annexation Boundary "
North: 706178 ;~5945 2459630.0743 )' :; r.-
East : ,.
Line Course: S 89-57-19 E Length: 992.94
.. North: 706177. 8r94 !l East : 2460623.0240
Line Course: S 00-29-13 W Length: 77.52
North: 706100.3022 East . 2460622.3652
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Line Course: N 89-59-37 w Length: 567.77 :,,;
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North: 706100.3656 ~ ~East : 2460054.5952 ~:
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Line Course: S 00-32-24 W ,kength: 310.91 ~ ;;;
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North: 705789.4694 East : 2460051.6650 ..
Line Course: N 89-58!07 W Length: 425.18 '.1
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Line Course: IN 00-31-43 E Length: 388.91
North: 706178.5957 II; East : 2459630.0731
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'" perimeter: 2763.23 Area: 209,462 sq. ft:'. 4.81 acres :~
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Error Closure: 0.0018 ? Course ;-, N 44-36-14 W ,~~..~:'
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l1Ieace c 1I'IiUI' ,SMIth 11IIIO'00" 'Mil 311'.61l1et ... 1lIle@ WMerly ~ oflbie
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n-e Nidla i'9-3 I '110" s.. 425.00 fllCllIOlJ'l" 50.00 ..... Nenllerly of.. ,....,. dill
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City of Meridian Pre-aJWlication Meeting Notes
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Project/SubdiVision Name: Bellft. &V\?-O~ \li\lM
Applicant/Contact: R.o ss en cJ:..S<5'r\
City Staff: Ayw'\o. I S'6Y\Ya.. , (V\ i ~~
Location: E. ~)-d..e -cf S.Loc.uS-\- CS\rO"i?, S_ oF' e. FY<V\~lin R..d-.
E:~isting Zoning: R.-~ Contiguous and Within AOI (AZ only): N Pc '0;<
Proposed Zonip.g: ~-15 :>: Number of Units and/or Lots: 34 u\'\;-tS
- Property Size: Lt.3l? o...cr-es Dwelling Type (if residential): l"YIu I-li -~~,,\.y ~a'i.)
Surrounding Uses: ("&s,-del'L-h~(, ~""~n::ii"-l. of-Prc..e
Comprehensive Plan Designation{s): fvIi.x-!:d-use (..6'rY\r<luY\;~
Street Buffers and/?~ Land Use Buffers: 2.5'(: a.JlSY\ 4' <;.- LoUJ5.+- b~~.
Open Space/Amemties/Pathways: pa.~~ GLIO\'I~ 'Five (VII It ~
Street System/Stub Streets/Access: fYl"~ S-fY1,.etr r~. ~V' Gtd.dY~s~\f\~
Sewer and water Service: I" LoCAJs+- ewo~
Topography/Hydrology/Floodplain Issues: Bui ld'l.bl.~.' \at"S d..~ o-...ksiJ.q~;ef -P loodf lA-in
Canals/DitcheslIrrigation and/or Hazards: NA 1;
Hi~tory: rP-Cb-03R' ; I\::C a...prYO~cJ in 2.006
Additional Meeting Notes: "* M lJ~t rY1,.P-l:- rnu !-h~;fa.~i ly Speci-f.i (: I.IS~
~ eh Il L ~ Fi re ~ -(b-r oI..-i ve...<..A1 VJ idfu * cur --.-Po.,
~lM11'<j~do plo..+ Itt.-fb-) ~ ~e'binLt -n, ~-IS: ;~~ ' .
Date: 1- 3t-o'
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ncieslDepartments to Contact (circle):
Hf wa istric Nampa and Meridian Irrigation
Idaho Transportation Department Settlers Irrigation
Sanitary Services Corporation ~e D~artmerif)
Central District Health Police -epartment
Applications Required (circle all that apply):
Accessory Use
Alternative Compliance
Annexation
Certificate of Zoning Compliance
Comp Plan Map Amendment
Comp Plan Text Amendment
~onditiona1Use Pennit\
Design Review
Final Plat Modification
Misc. (DA Modification)
Planned Unit Development
Preliminary Plat
Private Street
~
Iii
Additional Pre-Application Co;Uerence ( circle one):
".yl
Anticipated Submission Date: fe-b. IS-ih , 2...001
Parks Department
Public Works Department
Building Department
Otp.er:
~(.
~:.:
Short Plat
Time Extension
UDC Text Amendment
Vacation
Variance
Other:
Required Not Required
I
An.. d H . D t ......j I A-.-.ri I I LOO-'
tlclpate eanng a e: ,., 0 ,. ,- I
"
NOTES: 1) Applicants are required to hold a neighborhood meeting, in accordance with UDC 1;I-SA-SCI prior to
submittal of an application requiring a public hearing. 2) ExcePt for UDC ;rext Amendments, Comprehensive Plan 't
Text Amendments and Vacation applications, all other applications requiring a public hearing shall be posted in
accordance with UDC ll-SA-S D. 3) The information provide~ during this meetiftg is based on current City Code and
Comprehensive Plan. Any subsequent changes to City Code and/or the Comprehensive Plan may affect your "
submittal and/or application. This pre-application meeting s:nall be valid for 6 months. "
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Bellabrook Development -Neighborhood Meeting
January 31, 2007
Erickson Civil Engineering Office
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PHONE #
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SLN Planning, Inc.
148 N. 2ND Street Suite 101 ~tEagle Idaho 83616 ~!J Office208.938.3812 0.1 Fax 208.938-5873
January 24, 2007
'0
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Dear Neighbor;
Please accept this invitation to attend a neighborhood meeting to review the revised development plan
for a townhouse proj ect in your area. We will be providing a preliminary plan for your review at this
time. The property is located on the east side of Locust Grove Road, north ofWatertower Street (see
vicinity map below).
For those interested, please join us at 6:00 p.m. on Wednesday, January 31,2007 at 1854 E. Lanark
Stree!in Meridian (take Franklin east to Nola, north to the northeast corner of Nola and Lanark, before
RR tracks). The meeting will be held at the office of Erickson Civil Engineering. The developer will
be present to review and discuss the current development layout and address any questions.
We look fOlWard to seeing you there.
Sincerely,
:.....
Shawn L. Nickel
"iJ
AFFIDAVIT OF LEGAL INTEREST
STATE OF IDAHO )
)
COUNTY OF ADA )
I,
(name)'" --
!ff{.~ ......__-___.,
.'...----...-(cltY} '.'-~-' ---=-"-','
(address)
/ J-Y/7ro
(state)
being first duly sworn upon, oath, depose and say:
1. That I am the record owner of the property described on the attached, and I grant my
permission to:
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(address)
to submit the accompanying application(s) pertaining to that property.
ij~ I agree to indemnify, defend and hold the City of Meridian and its employees harmless
from any claim or liability resulting from any dispute as to the statements contained
herein or as to the ownership of the property which is the subject of the application.
1;; I hereby grant permission to City of Meridian staff to enter the subject property for the
purpose of site inspections related to processing said application(s).
Dated this
day of
,20 07
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SUBSCRIBED AND SWORN to before me the day and year first above written.
/~~
~trt
(Notary Public for Idaho)
wi ..
R 'd' t o..~, ,~
eSl mg a :_~-, -. 'ic--4, .. lL"..,.,
My Commission -Expires: 7~ z,j
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8
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COMMITMENT OF PROPERTY POSTING
Per Unified Development Code (UDC) 11-5A-5D, the applicant for all applications requiring a
public hearing (except for a UDC text amendment, a Comprehensive Plan text amendment
and/or vacations) shall post the subject property not less than ten (10) days prior to the hearing.
The applicant shall post a copy of the public hearing notice of the application(s) on the property
under consideration.
The applicant shall submit proof of property posting in the form of a notarized statement and a
photograph of the posting to the City no later than seven (7) days prior to the public hearing
attesting to where and when the sign(s) were posted. Unless such Certificate is received by the
required date, the hearing will be continued.
The sign(s) shall be removed no later than three (3) days after the end of the public hearing for
which the sign(s) had been posted.
I am aware of the above requirements and will comply with the posting requirements as stated in
UDC 11-5A-5.
Date
j',
Bell."rBek Villa.
Sea.onal High GPOundtPfatar Report
Project ~crlpflon
The. Bell.brook Project.. a Multi-family reseential projj!ct IMth-lhirty: four (34) lviliiQ units on 4.38
acres in . proJJ08led R-1 i zone. The project i!ll"l!Mghbored to the north b)'. a SHoot wide &trip of
unpilltted property and W~bridge SllflIdivllion, to the w.st by S. Locust Gro~ Road, to the
south by the Cl'IJrch of thEILatter D~}tISlIllnla:, and to tbe eMt by a siltgle f.-nily resid..,ce with
palt\.fe. StOlm waWr ftom the public liiht-of-way and resident. lots will )Jei dilcharged to
~bsurface draitl~ facilities and retention pllndedocated within tl1eQw8l8pment.
Sittt Charactw'is1iic-.
The site ts curr.,t1~ It'a8ant andco'4efed pasture gra.sas, o~i~ramily residence, and two
~~I)6It~wes tll8t wll'be remo'tled With the proj&c'l. The west "'If of the sit",tQII)Qgriph~
(approximately 3.3i acr..) s50pea downward to tt\el\Wllt tOMrds locust gr~41 road at a varyirlQ
slope of approximately 2.0 to 4.0%. The easte(l, portion of the site (~roximately 1 sere)
sk>p4IS dOlllltnWard tOJNlrd~ tilt !S~t to Five 'Mile Cretk. SubiWrfaca: soil concltiom; are typical for
tl-. Cf'ea. TIw Soils Surv., of Ada Courty Idaho claSiifltiS the &ita so. aa "Pow. Silt loam'"
with 2 to 4~ slopes. The $Oils are very dliep and .. dr.ined. The surface lap of soil is silt
loam.and is apwoximateJy 6-inches thiiCk. Blilow,the vface la,.e~.'9iIt Ipam and sittY.cliY with
an a~roximate thicknesa of 21-iQChe.. So. at gr-eater d8pthl!t afl!!II cl;ilsifiell as frei draining
unds. and gra'tl8l6.
~n~1 High Groundwa.. Elawtton
ACHD perfollTllJd groundWatar monitoring for the storm drain J>Qnd 10000t\l!d at the southwejt
comer of LQCust Grove Raat ~ Franklin Road. The sutJ;ect propert, lies about 4-10 feet
higliler than the tap 0 f the storm drain pond stte. Th. -.opal high groundwa'er *vation
rlilll@Joo from 2615 to 2617 (NAVD). lihe {J"CltQ:f w"ter e.,tions.notes refted. saMQIlal high
wound water d~hs ranOing frOPl1 10.0...t to 12.0 fC!Etl1elow the. tIIiIiBh'F I~ gf tJ1~sle.
The specific fII'OUnd wllter .vaiion data AearWto thA RilIipIcti'.te storthwater fcl:i1it)l Wall uMd
for design of t", individual st~water 'acilities. I"
B.i1$ed on the glotflclT1iOill reSi88rch and ..ing f.clfti_within clo_ proxinity to the site, it
can I)e d~ined thai the.mt~1 has .uita~ls at dph fOtl percolation {(nfiltration g~ies)
and SL&able groun~waw charact.....tic. for .ubsurf~e starrJWPii)tw di~al.
ThiI site has hi8torica~y~nJrrigat~d. and it ~ poslibfl! th~t>>.2th this.aev.lor:vne~t, and.the
devek>pment of slITounchng pr~rtJeS, th!t the seescl1a~hl9h grounGwater elt3vatlon may
~ .
slightly decreaie i1 the future.
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Ros K. icKson. P.E~
ptoject~(lI~gar
III
Project No. 1<aD05
218/2007
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LE1i€R REPORT
Limited G~ote,..hnical Services
Propose~ Bella lirook Su~iv~ion
Locust Grove Road
Meridian, Idaho
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Decem ber 12, Z006
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STRaTa
GrOlfC'1t4;;Al ~(~IUI~It4(:;:! t.t^lr'~IAl 5 TE5TING
~'O\"~' -.O! T ~"'" -# lor ~/' <'..O\</lJr
December 12, 2006
File: QUASAR B06286A
Ms. Amanda Alvaro
Quasar Development
1099 S. Wells Street. #200
Meridian, ID 83642
RE: LETTER REPORT
Limited Geotechnical Services
Proposed Bella Brook Subdivision
Locust Grove Road
Meridian, Idaho
Dear Ms. Alvaro:
STRATA, Inc. is pleased to provide our authorized limited geotechnical
engineering evaluation services to assist you and Erickson Civil, Inc., with civil
infrastructure design for the proposed Bella Brook Subdivision, located south and east
of the intersection of Franklin and Locust Grove Roads in Meridian, Idaho. STRATA's
services are limited to providing geotechnical recommendations for stormwater disposal
and pavement design and do not include recommendations of any kind for residential
lots. Additionally, we understand that you will need an estimate seasonal high
groundwater at the site to assist stormwater design.
PROPOSED CONSTRUCTION
Based on our conversation with Mr. Ross Erickson, and review of the preliminary
plat for the proposed subdivision, we understand that the development will consist of a
residential subdivision that will connect to city sewer and water utilities. The proposed
subdivision is approximately 4.4 acres in size and asphalt pavement will provide access
throughout the subdivision and connect to Locust Grove Road to the west. The
subdivision roadways are expected to be constructed in accordance with ACHD
requirements. Stormwater is anticipated to be retained on-site and disposed of in
subsurface infiltration facilities.
SITE DESCRIPTION
The parcel is located in the City of Meridian. Ada County, Idaho and resides in
the northwestern corner of Section 17 Township 3 North, Range 1 East, Boise Meridian.
The site is bounded by Locust Grove Road to the west and residential and commercial
development to the north, east, and south. Five Mile Creek is present in the eastern
portion of the property, near the property boundary. An existing residence with
associated outbuildings occupies the central portion of the parcel.
IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING
lI!."'w.str!t~t.ch.com 8653 W. Hackamore Dr. Boise. Idaho 83709 P.208.376.8200 F.208.376.8201
PrC$l8SI!ll Bellll BroOk Subdi~n GEE
Fie: QUA~R B~286A
Pqe2
'n
FIELD EXPLORATION
STRATA observed the excavation of 2 exploratory test pits on November 17,
2006. Approximate test locations are provided on Plate 1, Test Pit Location Plan. The
soil encountered in each exploration location was visually evaluated referencing the
Unified Soil ClassifICation System (USCS), and soil profiles were logged by our field
engineer. A brief explanation of the USCS is presented on Plate 2 and should be used
to interpret the terms used on the test pit logs. Individual exploration logs are included
in the Appendix to this report.
Select soil samples were retained for laboratory testing. At the conclusion of our
subsurface evaluation, test pits were loosely backfilled level with the existing ground
surface, where possible. Exploration locations are indicated by the presence of
observation wells andlor flagged stakes. We recommend exploration locations be
surveyed so that an accurate record of their actuallocatiQn can be obtained. If test pits
are located beneath proposed building, pavement or sidewalk areas, the loose test pit
backfill should be re-excavated to sufficient depth to expose undisturbed native soil and
backfilled with structural fill according to the recommendations provided herein.
Subsurface Conditions
Two test pits were advanced to depths of 10 to 13 feet in locations shown on
Plate 1 in November 2006. Soils encountered within the explorations typically consist of
near-surface fat clay overlying variably cemented silt and silty sand, which is underlain
by poorly-graded gravel with sand. Near-surface clay was described as brown, very stiff
to hard, and moist, extending to a depth of approximately 1.5 feet in the test pit
locations. Below these depths, tan to yellowish-brown, hard, sandy silt and dense silty
sand was encountered. Sandy silt and silty sand exhibited intermittent weak to
moderate calcium carbonate cementation and was observed to extend to depths of 5 to
11 feet within the test pits. Below these depths, gray, dense, moist, poorly-graded
gravel with sand was observed. Gravel soil extended beyond the termination depths of
both test pits.
Groundwater was not encountered within the depths explored during our field
investigation. Groundwater levels within the project vicinity are primarily a function of
irrigation in the area, and seasonal high groundwater is anticipated to QCcur during the
irrigation season. Based on review of topographic information and our knowledge of the
area, it is our opinion that groundwater in the project vicinity will remain at depths
greater than approximately 12 to 13 feet below existing ground surface in the western
portion of the site. This depth corresponds to approximate Elev. 2715. Note that the
depth to groundwater is only an estimate, and some seasonal and yearly fluctuation
may be observed. We recommend that monitoring of the piezometer installed on-site
be performed during the irrigation season to verify the above estimate.
8;
IDAOO MONTA"'" NEVAD~ OREGON UTAH WASHINGTON WYOMING
~.st'.,tqtotRh.com
PropoliM! B. BrOOk Subtl"itftin lEE
FiI~: QUAlW'R Bl)62B~
P.,..3
~aboratory Testing
Laboratory testing was performed on select soil samples obtained from our field
exploration. Laboratory testing is accomplished referencing ASTM procedures.
Laboratory testing included in situ moisture content determinations, grain-size
distributions, Atterberg limit determinations and an R-value. Laboratory index test
results are provided on individual test pit logs in the Appendix. R-value test results are
presented as Plate 3.
GEOTECHNICAL OPINIONS AND RECOMMENDATIONS
General
It is our opinion the site is suitable for proposed infrastructure frOfn a geotechniOilI
standpoint for the proposed project, assuming our recommendations presented in this
report are adhered to. Our recommendations and opinions contained herein reflect our
understanding of the Jocation and conflguratklo of the pro,osed development and
subsurface coooitions encountered during exploration. It should be noted that soil
conditions may vary between the test pit Iooations at the proposed site. Variation of soil
conditions will not be known until construction, and may impact construction plans. If
design plans change, or subsurface conditions between test pit and boring locati>ns vary
significantly frOOl what was observed during our subsurface evaluation, we should be
notified to review our recommendations aoo make any necessary revisions.
Approximately 1.5 feet of fat clay was observed at ground surface in test pits
locations. Based on limited labPratory testing, it is our opinio~ that this soil will be
susceptible to shrink/swell movement associated with changes in moisture content. This
movement can potentially result in damage to founetations, f1atwork, and/or floor slabs of
structures. Although the scope of our services does not include any lot-spedfic evaluation,
we recommend that each individual homeoV<<ler aoo/or buik:ler consult a qualified
geotechnical engineer during construction.
Earthwork
We recom~nd test pits be relocated in the fJeld prior to earthwork construction. If
test pit backfill is located beneath the future pavement, sidewalk or residential lots, test pits
should be re-excavated and backfill8d with structural fill that is placed and compacted in
accordance with this report.
Near-surface soils were observed to consist of highly plastic fat clay. These soils
will be. subject to shrink/s\\tell movement associated with seasonal changes in moisture
content. This movement will be observed as heave if cOflstruction proceeds when clay
soils are predominantly dry, and may be observed as settlement if construction proceeds
when clay soils are relatively moist. Structures supported by these clay soils will be
subject to movement associated with the seasonal moisture fluctuation. Considering this,
two alternatives are considered acceptable for subgrade preparation below pavement and
.
8;
IDIdiO ~ONTANA NEVAD4. ~EG<* UTAH WASHINGTON WYOMiIG
www.str...~t.ch.co.
Pl1IfIDsed Bell. Brook Su~iyitlOn GEE
Fi!t: QUASAR B06286A
Pllg&4
sidelNalk areas. Alternative 1 involves complete removal of clay soil, and will result in low
potential for shrink/swell related movement. Altemative 2 will require moisture conditioning
of clay soil, and some risk of shrink/swell-relate~ movement will remain with this option. A
detailed description of each earthwork alternative is descritDed below:
;!l
AltQrnative 1 - Removal of Clay Soil: If the potential for some shrink/swell-
related movement is unacceptable, STRATA recommends that near-surface clay
soil be removed below all planned pavement and sidewalk areas. This will
require excavation depths of up to approximately 1.5 feet below existing grades.
Following stripping, subgrade soils within pavement andlor sidewalk areas
should be proofrolled with a minimum of 5 passes with a vibratory roller with a
drum weight greater than 5 tons. If any weaving or pumping is observed, those
areas should be removed to sufficient depth to expose competent native soil and
replace with structural fill. Once a stable subgrade has been achieved, structural
fill placement can commence to achieve desired site grades. STRATA should
observe all proofrolling and site preparation procedures to verify no soft or
pumping areas exist prior to placement of structural fill.
Alternative 2 - Moisture Col1ditioning ~f Clay Soil: If the potential for some
movement of pavement and sklewalk areas is considered acceptable, clay soil
can be left in place below pavement and sidewalk areas. If this option is
selected, STRATA recommends that near-surface vegetation and root matter be
stripped to a depth of approximatel~ 6 inches. Following stripping, exposed clay
soils should be scarified to a minimum depth of 8 inches and recompacted to
between 92 percent and 98 percent of the maximum dry density, as determined
by ASTM D 698 (Standard PrQCtor). Additionally, clay should be moisture
conditioned to between +2 percent and +4 percent above optimum moisture
content. Structural fill or subbase material must be placed as soon as possible
following moisture conditioning of clay soil to avoid drying.
All fill placed to support pavement and sidewalk areas should consist of structural
fill. Structural fill should be free from vegetation or organics and be moisture-
conditioned sufficiently to achieve compaction requirements. All structural fill should lie
classified as silt, sand, or gravel (SP, SW, SM, GP. GW, GM or ML) in accordance with
the USCS. Structural fill should have a maximum cobble size of less than 6 inches in
diameter. On-site silty sand and sandy silt soils may be used for structural fill; however,
these soils will require special attention and must be moisture conditioned to near
optimum moisture content during placement. Additionally, during periods of extended
wet or cold weather, silt soils may be difficult, if not impossible to utilize as structural fill.
Clay soil should not be used as structural fill in any case.
Structural fill should be placed to the subgrade elevation in uniform, maximum 8-
inch-thick, loose lifts and compacted to a minimum of 95 percent of the maximum dry
density of the soil, as determined by ASTM 0 698 (Standard Proctor). This assumes
heavy compaction equipment, such as rollers, with a minimum drum weight of 5 tons is
used. The maximum ICJOse lift thickness should be reduced where smaller and/or lighter
.
IaAHe MONTANA NEVAO.l(' ORE<i)N urAti WASHINGTON WYOMllIG
www.trlit:igMtech.com
ProllOli!d Billil Br09k 1Wld"~ GEE
Filel QUt.SAR BDlf.2*
P~'!
compaction equipment is used. STRATA must be retained to perform field density
testing of structural fill to verify contractor compliance with the above minimum
compaction criteria.
Wet WeatherlWet Soil Conditions
We recommend site construction be undertaken during dry weather conditions. If
site construction. particularly grading. is undertaken during wet periocfs of the year, the
on-site clay or silt will be susceptible to pumping or rutting when subjected to heavy
loads from rubber-tired equipment or vehicles, which exert a point load. Wet weather
earthwork should be performed by low pressure. track-mounted equipment that spread
and reduce the vehicle load. Work should not be performed immediately atter rainfall.
All loose and disturbed areas should be excavated to undisturbed soil or recompacted
to structural fill requirements. Compaction of the fill should be sufficient to preclude
pumping of the underlying soil. In summary, careful construction procedures are
paramount to the successful grading operation if the on-site soil is wet.
Additional precautions should be taken if subgrade soils are to be exposed to
freezing temperatures. STRATA should be contacted to provide recommendations prior
to initiating or delaying construction during wet or cold weather in order to improve
earthwork efficiency, achieve a stable subgrade and to help mitigate frost conditions.
Pavement Areas
Recommendations outlined in the Earthwork section of this report should be
accomplished in all pavement areas. The pavement subgrade elevation is anticipated
to be variable and may consist of either clay or sanlly silt and silty sand soil. For these
subgrade soils, we recommend tlge following flexible asphalt pavement section be
utilized.
Local Roadways - Flexible Pavement (TI=6.0, Clay Subgrade)
2.5~:' Type III asphalt concrete top course
4.0":" %-inch-minus, crushed sand and gravel base course
14.0"- Pit run sand and gravel subbase course
Local Roadways - Flexible Pavement (TI=6.0, Silt or Silty Sand
Subgrade)
2.5"- Class III asphalt concrete top course
4.0"- o/....inch-minus. crushed sand and gravel base course
8.0"- Pit run sand and gravel subbase course
The above-recommended flexible pavement section is based on a maximum 20-
year design life and a traffic index (TI) of 6.0 considering local streets. Based on
anticipated pavement subgrade elevations, clay soil is likely to be present in portions of
the pavement subgrade with silt or silty sand present in other portions. STRATA has
.
IJAHO IfItlNTANA NEVADA OltEGC!JN UTAH WASHINGTON WYQt.1ING
ww-..tr._ooch.com
Prcw*d B~I.i'Br_ S~ivWlOn GEE
Fie: QUASAR B062~
P;v.t 6
assumed an R-value of 5 or less for clay based on our experience and has assumed an
R-value of 30. or silty sand and sandy silt, based on R-value testing. If the subgrade is
moist at the time of construction, consideration may be given to use of a woven
stabilization fabric, such as Contech C200. STRATA recommends that we be retained
to visually inspect pavement subgrade soils and prior to placement of structural
subbase.
The subbase should consist of 6-inch-minus, well-graded sand and gravel
consistent with Idaho Standards for Public Works Construction (ISPWC) Section 801,
and with less than 10 percent passing the No. 200 sieve. The base course should
consist of 3/4-inch-minus, well-graded, crushed sand and gravel with less than 9
percent passing the No. 200 sieve and consistent with ISPWC Section 802. The
subbase and base course should be compacted in accordance with the Earthwork
section of this report.
The asphalt concrete for the flexible pavement area should have material
properties as specified in ASTM D 3515 and have a mix design with a maximum
aggregate size between 3/4 and 3/8 inch. The asphalt concrete should be compacted
as required by ISPV\IC Sections 809 and 810.
We recommend crack maintenance be accomplished in all pavement areas as
needed and at least every three to five years to reduce the potential for surface water
infiltration into the pavement section and underlying subgrade.
Stormwater Disposal Recommendations
;;
As previously discussed, soils encountered consist of near-surface clay overlying
variably cemented sandy silt and silty sand, and poorly-graded gravel. Silt and clay
soils, as well as cemented silty sand, are anticipated to exhibit relatively low infiltration
rates and STRATA does not recommend the disposal of storrnwater within these soils.
STRATA recommends that the subsurface infiltration facilities be extended a minimum
of 12 inches into non-cemented, poorly-graded gravel with sand encountered at a depth
of approximately 11 feet in the proposed stormwater disposal area. Infiltration testing
performed on non-cemented poorly-graded gravel indicates an infiltration rate in excess
of 40 inches per hour. STRATA recommends a design infiltration rate of 8 inches per
hour be utilized for subsurface infiltration facilities extending a minimum of 12 inches
into non-cemented, poorly-graded gravel soils.
Overexcavations required in infiltration facility locations may be backfilled with
clean gravel with sand and/or ASTM C 33 filter sand in the bottom of the infiltration
facility to achieve the required groundwater separation. As discussed in the subsurface
conditions section of this report, groundwater was not observed within the depths
explored, and is anticipated to remain at depths of greater than 12 to 13 feet throughout
the year in the area of the proposed infiltration facility.
.
8
IDAHO MONTAN. NEV3DA OREGON UTAH WASHINGTON WYOMING
www..tr~..eot.ch.CDm
'ij
.
PrOiP~el!r Brook Subdlil\iflo Qi:E
· Fn: OIJtliAR B~266A
. ('age 7
.
C@)N~~<!'fI.m.C!tBSERl"\1iION~N~5.1\G
. ;r- .. . 1 ... '.....
. ... . ... .
We recommellldIST-RA'- A'be retainel tOl()l1ser}{e all-infiltration facility-excavations
and subg~das fqr palleme"t arta.s ~iVerifY-iite st!i>pina,. u"switable soil removal, and
excavation _Ite b~en <ll!ccom"'i~ in a'-Cf:wanCilIWit_he ~ommendations in this
report. 9T~flpT;.\1 c'hn, IN.'! p'rol,(l ~ c~nstnrction ma"~rials- t~sting of clncrt3te,
reinforcemei'" .andl a'!iP..b.iI~ Iii." i!iot:'M~=p ,. rm .the. recommefid~
@iervices,~ q.a.rn~tvtI~'l'rspdk. . (9 ~ ~~~ .. ~ lor 'o~iss~n5. ~tfa
rerctmlmendoolservlcel.ara,neTlnclu .. Qi~"al~ Joo-an ~uld'Ple bllle~ on 'Ime
anti! elllpensle basis. I. N.. ~...
.
EV AL.IJ~ "(!)~I'P1\T~O~
.~his rep~rt has.b!~n pteparec:i to evaluatell~lSubsuJfacellCon(jitionsi8nd pro~id~
Ijmited.ge(jt~chnioolle€ommend~tiG(O}s .tor.~~mint "QiS.tirmw~.disp'osal for the
proposed 8ella.lir~k S~~ivisj'n.loccrt~n-t.4eridjcm,..n:Jalft:>. Our~e~e~ did not
include a specific evaluation for residentiCll'llots or r6l~E:tI1tial&eonstruction. ()ur services
consist of '>llofessional .oQinioos m~ .in aCtfordance. witli .generally accepted
geotec~nical e"9in~ring."rincjpte!S.am~.r~ifices.as th~ ~xist.in so~thwest Idaho at
the time of this report.. ·
lihJs a(jlk.nZ>"I~~~t)islin li~U~;I~~~S. ~,-rrM IEe.rranties. :his report
has bjilen pliepar~-WWery, w;\8!a Y.iJ lilt LnltheU" ~eJ<ilfilecP
design ct!Jnsultents am"f"r th prQj t a i~ibed; fN 6811 Pi> ';'pOi'~pforiEmy
other use of.this report. Welapp'reciate, th~1"]portlJnity tfF .assist yO!! qrfltlil;s-proje~t. If you
have any questio..s, pleas1=! call. liha-f.IIQMng .plates -accompany and complete this
report. ·
:Ii
Illata 1: . ·
Plate 2:
Plate-3:
Appendix A:
Site.Plarr, · · ·
,!.i JJ~I~lImsification.S~stem (~S~~) ·
~- ah!l~T esJPlatfl- ·
.Ex leratelW.T est-Pit-Logs
.
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COARSE
GRAINED -,-
SalLS
SANDS
CLEAN
SAN~.
.
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SILTS ~~ Clf.YS
:a1911Q"~LJlr~
LESS. T.QANI 5~
FINE
, GRAINED
SOilS
SILTS AND .CLAYS
UQUlo...UMlIT
G~EA~R ~N 50%
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o
I Standcft;g 2-10ctJ ~.. i:
Split-Spoorll Sample , l-
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Undistuibed. Sample
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BORINliI L"G SYMBOL
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R-VALUE
IDAHO T-8
.:-
. _ <<>>"'rwJ n~~ cover _\1
Project: Bella Brook Subdivision
Client: Quasar Development
Sample ID: Subgrade Soil
Location: TP-1, 1.5-2.0 ft.
Soil Description: Silty Sand with Calcium
l'i>\t!IZ!'~3
169 I
213 I 238
--
Dry Density, PCF 96.4 ~.8 \ 97.~
---
Moisture Cont~nt, % 19.7 19.0 18.4
~ ~-----
Exp. Pressurlt, PSI 0.00 0.03 0.12
0 -
-.i
10
M
0
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0
CIO
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III
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t1:rJ
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N Rwba:
ote: Thill~ COV~ mlWWl. repreMflt. by t oS
solllfrom thll; lay... OIIl1CU~.
Reviewed by:
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Lab Number: B6L2439B
File Name: QUASAR B06286A
Date Sampled: 11/17/06
Samped by: BDN/Strata
Date Received: 11/17/06
Tested by: CAKlStrata
~OIL CONSTANTS,.
,- R VALUE: 34
GRADNrION: AASHTO T-ii , T27
~ AS IECEIVED ~ T,fiITED
IiIZE 'Ilo1'-6~ ~~SSING
41!
3"
2"
1"
I ~.
i 112"
I 3m"
i NO.~
! 11I0. 'II
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NIl. 30
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Plate 3
iii
APPENDIX
:(1
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ua. DJIlIIRttplon
BGS ~ Bf;:ow Ground
Surfooe
LAY
moillt.
bro'ifol'l. hard.
~ondy SILT - ton, m~iiJm
de,....i moi,t.
Weck cementation
ob~rviU:l frol'1ll 1.5 to
3 fi'f"et 2!PGS.
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moist.
1-ak c.m~totion
o~seNel(jII from.J3 to
II ()IIIfEt .SGS.
.
.
== 12
T_t pit t.minatl!ld at 13
flltet BGS.
".'
Slin~~ pie:z<2,l"nIIIlter
inijoll.,to 13" fnt
. GS.
A
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C1i~nt: QU~R
Projtl{:t: 806286A
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.
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4 inches 8GS.
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dense, moiit. ... .
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RADIUS NOTICE REPORT
FILE NAME: Bella
o 1"'11f ar- 200 7
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Owners Owner Address
~M. ~11~L,,--=,,'"(llt~-,-~ 1~~'1:m#.~L - d;l);i@l,~~~jf..1Ud{7' -~ ,.C~~1~j:2;;~f:"W~.,~~-<:~'~M
ANDERSON LAURA H 255 S LOCUST GROVE RD
ANDERSON ELWOOD ALLEN MERIDIAN, ID 83642-0000
Property Address: Bella
ANDERSON MARCIA A 1684 E BOWSTRING ST
MERIDIAN, ID 83642-0000
Property Address: Bella
C & S DEVELOPMENT LLC 8352 S OLD FARM PL
DM INVESTl'vIENTS LLC MERIDIAN, ID 83542-0000
Property Address: Bella
CANO PHILIP N 474 S TRUSS AVE
CANO JACQUIE MERIDIAN, ID 83642-0000
Property Address: Bella
CARTER NORMAN D .73 S TORINO AVE
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CARTER SHARI L MERIDIAN, ill 83642-0000
Property Address: Bella II
CASCADE VENTURES LLC 1161 WRIVERST STE260
BOISE, ID 83702-0000
Property Address: Bella
CHURCH OF JESUS CHRIST LA TIER DAY SAI 50 E NORTH TEMPLE ST FL 22
SALT LAKE CITY, UT 84150-0002
Property Address: Bella
CHURCH OF JESUS CHRIST LA TIER DAY SAI 50 E NORTH TEMPLE ST FL 22
SALT LAKE CITY, UT 84150-0002
Property Address: Bella
CLARK SCOIT A -'t76 S TORINO AVE
CLARK PAMELA L MERIDIAN, ill 83642-0000
Property Address: Bella
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CULLIP RODNEY L 1821 E FRANKL;~N RD
CULLIP SHIRLEY A MERIDIAl'{. ID 83GJl2-5907
Property Address: Bella
CUNNINGHAM JERRY J 1814 E BOW STRING ST
CUNNINGHAM BETTY L MERIDIAN, ID 83642-0000
Property Addl-ess: Bella
DAHLKE JEFFREY D ~37 S TRUNNEL AVE
DAHLKE TRINA R MERIDIAN, ID 83642-0000
Property Address: Bella
EWING KENNETH 1 457 S TORINO AVE
BROWN MOLLY A MERIDIAN, ID 831f2-0000
Property Address: Bella
GAMINO GLORIA 1400 E OCEAN BLVD # 2112
LONG BEACH, CA 90802-6940
. ~ ..
Propehy Address: Bella
GO SEAN 1728 E BOWSTRING ST
LINK TRACI MERIDIAN, ID 83&2-0000
Propel1j1 Address: Bella
HARRYMAN ERIC M 475 S TRUSS AVE
MERIDIAN, ID 83~-0000
Property Address: Bella
HASH WilLIAM MILES 1734 E BOWSTRING ST
.
HASH CANDY LYNN MERIDIAN, ID 835N2-0000
Property Address: Bella
HEBISON DAVID M 24335 YARROW LN
HEBISON JENNIFER A MIDDLETON, ID 83644-0000
Property Address: Bella
HOOVER DANIEL 1752 E BOWSTRING ST
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MERIDIAN, ID 83G\it'2-0000
Property Address: Bella
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Property Addl'ess:
JEWElT JAMES L
PJ'Operty Address:
JONES CATHERINE 0
Prollerty Address:
JORDAN RICK L
JORDAN CHRISTY J
Property Address:
LOCUST GROVE PARTNERS LLG
.
Property Address:
M2 LAND LLC
Property Address:
MURDOCH COMMERCIAL LOT OWNER'S ASS
PJ'Operty Address:
O'DONALD SHELLEY
Property Address:
OSBORNE ENTERPRISES
Property Address:
PURYEAR KAREN M
Property Address:
01)411.'
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Owncl' A(l.lJrcss
18ilY.E LANARK ST
MERIDIAN. IV 83~2-0000
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1560 E CAROL ST
MERIDIAN,; ID 83l1io-OOOO
,>&35 S TRUSS AVE
MERIDIAN, IV 83(jJ2-0000
1702 E BOWSTRING ST
MERIDIAN, IV 83642-0000
1501 S FEDERAL WAY STE 400
BpISE?; IV 83705-2591
II
1290 BUTTERFIELD RD
SAN ANSELMO, CA 94960-0000
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1087 W RIVER ST # 250
BOISE, ID 83702-0000
458 S TORINO AVE
MERIDIAN, IV 83642-0000
Bella
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13965 W CHINDEN BLVD STE 300
BOISE, ID 83713-0000
1740 E BOWSTRING ST
MERIDIAN, IV 83642-0000
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ROBERSON ERN'rf: M 185 S LOCUST GROVE RD
MERIDIAN. ID 83612-0000
..
P"oJleI1~ Address: Bena
SMITH MARSHALL ROSCOE 398 S LOCUST GROVE RD
MERIDIAN", ID 83642-6201
Propel1y Address: Bella
SMITH ROBERT R 335 S LOCUST GROVE RD
SMITH RUTH G MERIDIAN, ID 83642-6276
Prollerty Address: Bella
SNIDER MICHAEL D 1662 E BOWSTRING ST
MERIDIAN, ID 83642-0000
Property Address: Bella
SPRATT GEOFFREY WILLIAM D 436 S TORINO AVE .
.. rfI' x MERIDIAN, ID 83642-0000
Proplrty Address: Bella
THACKERYLARRYJ 1832 E BOWSTRING ST
THACKERYPAMELAJ MERIDIAN, ID 83642-0000
Property.Address: Bella
TORRES THOMAS T ill3 S TRUSS AVE
MERIDIAN, ID 83642-0000
Prollerty Address: Bella
TROUPIS CHRIST 385 S LOCUST GROVE RD
TROUPIS MAUREEN D MERIDIAN, ID 83642-0000
Property Address: Bella
WITHERELL JAMES N 215 S LOCUST GROVE RD
WITHERELL ANN MERIDIAN, ID 83642-6205
Property Address: Bella
WITHERELL JAMES N 215 S LOCUST GROVE RD
WITHERELL ANN MERIDIAN, ID 83642-6205
Propel1y Address: Bella
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WITTE JOHNT
WITTE MELODY
4850 N CtmLEW PL
EAGLE~ J.p 83616-0000
Property Address:
WOODBRIDGE COMMUNITY HOA
PO BOX~869
BOISE;~ ID 83711-0000
Property Address:
WOODBRIDGE COMMUNITY HOA
PO BOX!44869
BOISE, ill 83711-0000
Property Address:
WOODBRIDGE HOMEOWNERS ASSOCIA TIO
PO BOX ~869
BOISE, ill 83711-0000
Property Address:
WOODBRIDGE HOMEOWNERS ASSOCIA TIO
PO BOX~869
BOISE,IIJD 83711-0000
Property Address:
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